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W10-W VENICE OFF over BALLONA CREEK

Map 

Coordinates:
+34.03667, -118.37000
34°02'12" N, 118°22'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W10-W VENICE OFF over BALLONA CREEK
Structure number:53 1612F
Location:07-LA-010-R9.15-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:86.0 ft. [26.2 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:18,910 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.7 tons [74.3 metric tons]
Inventory rating:49.8 tons [45.3 metric tons]
Sufficiency rating:78.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201478.8Not deficientGoodVery GoodVery Good18910
August 201276.7Functionally obsoleteGoodGoodGood18910
August 201076.7Functionally obsoleteGoodGoodGood18910
August 200876.7Functionally obsoleteGoodGoodGood18910
August 200676.7Functionally obsoleteSatisfactoryGoodGood18910
November 200476.7Functionally obsoleteGoodGoodGood18910
October 200277.0Functionally obsoleteGoodGoodGood16800
April 200177.0Functionally obsoleteGoodGoodGood16800
August 199777.0Functionally obsoleteGoodGoodGood16800
December 199381.4Not deficientVery GoodVery GoodVery Good16800
November 199181.4Not deficientVery GoodVery GoodVery Good16800